Failure hazard and strengthening of roof in steel industrial building after explosion of electric furnace

Engineering Failure Analysis

Volumn 16, Issue 7, 2009, Pages 2427-2432

  Biegus, A ^a   Madry, D ^a  

^a WROCLAW UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

Damaged roof; Roof structure; Strengthening of a damaged roof

Indexed keywords

DAMAGE REPAIR; DAMAGED ROOF; EMERGENCY STATE; INDUSTRIAL BUILDINGS; LOCAL DAMAGE; PRE-STRESSED; ROOF STRUCTURE; SAW-TOOTH; STRENGTHENING OF A DAMAGED ROOF; STRUCTURAL ELEMENTS; TECHNICAL CONDITIONS;

ELECTRIC FURNACES; EXPLOSIONS; FURNACES; OFFICE BUILDINGS; ROOF COVERINGS; STEEL; STRENGTHENING (METAL);

PLATES (STRUCTURAL COMPONENTS);

EID: 67649591862     PISSN: 13506307     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engfailanal.2009.03.030     Document Type: Article

References (5)

1. Biegus A. Probabilistic analysis of steel structures (1999), Scientific Edition PWN, Warsaw - Wrocław [in Polish]
2. Cornell C.A. A probability-based for live load survey results. AVCI J (1969) 974-985
3. Newman A. Metal building systems-design and specifications (1997), McGraw-Hill, New York
4. Nowak A.S., and Collins K.R. Reliability of structures (2000), McGraw-Hill
5. Trahair N.S., Bradford M.A., Nethercot D.V., and Garner L. The behaviour and design of steel structures to EC3 (2008), Taylor & Francis, London and New York